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Sample Record for 2024-04-02-8

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 995056 DEA: 061E7804 EFIS: 0622000083 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-49.3/50.4,55.5/56.6
Work Description: WROUGHT IRON FENCE, PLANTING AND IRRIGATION.
Location Description: KERN COUNTY IN MCFARLAND AND DELANO FROM 0.1 MILE SOUTH OF SHERWOOD AVENUE TO 0.1 MILE NORTH OF PERKINS AVENUE AND FROM ROUTE 155/99 SEPARATION TO CECIL AVENUE
Contractor Name: GRIFFITH COMPANY
Contractor Address: 3050 E. Birch Street, Brea, CA 92821
Resident Engineer: Amarjit Dhaliwal Structure Rep.: Travis Landas

Sample Information

DIME Sample ID: 2024-04-02-8
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 04/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/02/2024
The quantity of what the sample constitutes: 40 pound bags
A brief description of the sample: Native Soil
From where was the sample collected: Job Site
Laboratory sample identification: 1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Collected at jobsite

Material Information

The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CTM 231 test location
Where the material sample would have been placed if not sampled:

Test Results

Test 1 of 2

DIME Test ID: 2024-04-02-8-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/02/2024
Date Tested: 04/02/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1887 g/cc
Count or Density 1 1689 g/cc
Count or Density 2 1843 g/cc
Count or Density 3 1772 g/cc
Standard Count Moisture 623 g/cc
Moisture Count 1 143 g/cc
Moisture Count 2 109 g/cc
Moisture Count 3 112 g/cc
Sum of Count or Density 5304 g/cc
Average of Count or Density 1768 g/cc
Sum of Moisture Count 364 g/cc
Average of Moisture Count 121 g/cc
Count Ratio Density 0.94
Count Ratio Moisture 0.19
Calculated Percent Relative Compaction 95.9 %
Reported Percent Relative Compaction 96 %

Test 2 of 2

DIME Test ID: 2024-04-02-8-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/02/2024
Date Tested: 04/02/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.1
Highest adjust wet density 2.19
Relative compaction 96
% Moisture no data
Optimum Moisture no data